HomeMy WebLinkAboutEngineered Plan - 19900
2 FT. MIN.
TOP 0F FOUND.
SOIL TEST ,
/o,7.o
EL, 10 `FT, MIN,
2'
oa 3 /
TE OF SOIL TEST t
CONCRETE
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GLEANSAND
WITNESSED BY
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OgSCH. 40P C PIPE PERCOLATION RATE MI INCH—
COVERS MIN. PITCH V8PER
FT.
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OBSERVATION HOLE 1 OBSERVATION HOLE 2
CONCRETE
i2
COVERS
2" ,
LAYEROF
E L�E V
� ELEV.=
=
CAST IRON PIPE A
(OR EQUAL) MIN. 1/8- 1/2 WASHED u,
PER FT. SON
PITCH
1I4 STONE
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DESIGN CALCULATIONS
wSEPTtCTANK (r EL.
�.
PRECAST AC NUMBER;, OF BEDROOMS
E ST LE HING
BASIN 0R EQUIV. GARBAGEGE DISPOSAL UNIT
6
2
...DIA
i
E M. 2
A AT
3 r
TOTAL ESTIMATED FLOW
5�
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GAL. / BR / DAY 8R.) GAL.
DAYSEWAGE DISPOSAL SYSTEM PROFILE
REQUIRED SEPTIC TANK CAPACITY GAL.
t
NOT "In SCALE
------
A
_
1
A
CTUA 1. SIZE OF SEPTIC TANK GAL.
>i
BOTTOMOF TEST HOLE OR USGS PROBABLE TE TABLE BAB WATER A E EL. LEACHING AREA :REQUIREMENTS
.
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OBSERVED WATER TABLE _EL., S!DEWAlL AREA �AL
S.F
U
BOTTOM AREA GAL./S,F
{ K
GAtEACHlNG CAPACITY( tpEWAL i L.
I
LEGEND
RESERVE LEACHING. CAPACITY.. - GAL.
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_-. EXiSTINGSP. T ELEVATION ON O0O0x
O
�l { EXISTING CONTOUR '
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r
FINAL SPOT ELEVATION 00.
NOTES
A
_ FIN T R
.. L C ONTOUR 00
1 A' A A
.- � .. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO O.E. .E.
TN
Q
T CAI
SOIL EST LOCATION
9 /: mac,.-
_ TITLE .AND THE TOWN OF s°' � / RUL _ANO _--
v UTILITY POLE.
DISPOSAL OF SEWAGE.
4 _ _
TOWN VATER
2. ALL 'COVERS TO `SANITARY UNITS SMALL BE BROUGHT TO
ATH ,,
CATCH BASIN
WITHIN 12 OF FINISHED GRADE.
a 3. `
EXISTING . S ING AND .FINAL GRADES SHALL REMAIN ESSENTIALLY THE
r SAME.
d
4. ALL COMPONENTS OF"THE SANITARY SYSTEM > SHALL 8E CAPABLE
,✓ { .� �-
OF WITHSTANDING H -
10 LOADING UNLESS THEY ARE UNDER R
AREAS.
WITHIN !0`FT0FDRIVES OR PARKING ARE S. H2
0
LOA
OlNG
/
G
SHALL LL BE USED .UNDER OR WITHIN 10 FTOF DRIVES ORPA
PARKING. SETBACK
i
_
5MIN. REAR SETBACK
ANY
MASONA
RY UNITS USED TO BRING COVERS TO GRADE
MIN. SIDE SETBACK SHALL
BE MORTARED IN PLACE.
!
AT A A to
d �1 N0 `DETERMIN ION HAS BEEN MADE S TO COMPI
NCE CE WITH
1
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r .. AT/APPLICANT T
�. DEEDED OR ZONING REGULATIONS. OWNER{S
L ONS. 00
A A AT
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
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PROJECT LOCATIONr
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APPLICANT:
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ROBiN ,W WILCOX
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PRO ESS10N L LANG 'SURVEYOR
203 SETUCKET ROAD
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SOUTH DENNIS,MASS. 6478 02660
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LOCATION MAP